Behaviour of Steel Structures in Seismic Areas

Preface
Keynote Lectures
New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures
Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems
Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China
Lightweight Steel Constructions for Seismic Areas
Buckling-Restrained Brace: History, Design and Applications
Lessons from the Field; Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016
Chapter 1: Performance Based Design
An Empirical Methodology for Seismic Damage Control of CFT-MRFs
Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames
Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames
Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures
Comments about the Seismic Behavior of "Inverted Y"- Braced Frames
Seismic and Robustness Design of Steel Frame Buildings
From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames
Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings
Chapter 2: Behaviour of Connections
Seismic Design of Gusset Plate Connections in Concentrically Braced Frames
Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns
Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame
Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames
Beam Web-Side-Plate Connection Axial Performance
Accounting for the Flexibility of Beam-Column Joints within New Zealand Steel Moment-Resisting Frame Structures
Low Damage Moment Resisting Connection Using Blind Bolts
Seismic Requirements for the Welding and Inspection of the K-Area in Hot Rolled Products to AS/NZS 3679.1
Beam Shear Connections
Braced Frame Symmetrical and Asymmetrical Friction Connection Performance
Chapter 3: Behaviour of Members and Components
Failures and Prediction Methods of Lateral Buckling Strength of H-Shaped Beams Connected by Flush End Plates
Required Column Overdesign Factor of 3D Steel Moment Frames with Square Tube Columns
Battened Steel Columns with Semi-Continuous Base Plate Connections: Experimental Results vs. Theoretical Predictions
Estimation Method on Hysteresis Characteristics of Subassemblage with Ductile Knee-Brace Member
Column Moment Demands from Orthogonal Beam Twisting
Buckling Behavior of Circular Steel Tubes under Fire
Effects of Changing Double Angles Configuration Used as Braces in Seismic Resisting Systems
Seismic Behavior and Design of Innovative Modular Steel Floor System
Seismic Ratchetting of Single-Degree-of-Freedom Steel Bridge Columns
Portal Frames with a Novel Cold-Formed Tapered Box-Section
Compatibility Forces in Floor Diaphragms of Steel Braced Multi-Story Buildings
Capacity Design Criteria of 3D Steel Lattice Beams for Applications into Cultural Heritage Constructions and Archaeological Sites
Chapter 4: Experimental Studies and Testing
Shake Table Testing of a Low Damage Steel Building with 2-4 Displacement Dependent (D3) Viscous Damper
Full-Scale Cyclic Testing of Self-Centering Modular Panels for Seismic Resilient Structures
Shake Table Testing of Steel Braced Frame Considering Member Fracture
Seismic Testing of the Connecting Joint in a Buckling-Restrained K-Braced RC Frame
Cyclic Behavior of Panel Zone in Steel Moment Frame under Bidirectional Loading
Experimental Study on a Steel-Tube Damper
Steel Columns under Multi-Axis Seismic Loading: Experimental Findings and Design Recommendations
Experimental Testing and Design of High Performance Shear Links for Eccentrically Braced Frames
Experimental Verification of Design Models in a Static and Dynamic Loading Test
Shake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC)
Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project
Experimental Test of Welded Wide Flange Fuses
Shake Table Testing of Lightweight Steel Drywall Nonstructural Components
Shake Table Tests of Structures with CFS Strap-Braced Stud Walls
Seismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel Sections
Experimental Tests for Pre-Qualification of a Set of Buckling-Restrained Braces
Behaviour of Square Tubular Columns in Connection to I Beams with Welded Reverse Channel under Experimental Tests
Shake Table Test of a Half-Scale 2-Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame System
Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing
Chapter 5: Numerical Modelling
Comparison of Hysteretic Models for Steel Beams Calibrated by Means of Multi-Objective Optimisation
Finite Element Analysis on K-Type External Braced Steel Frame System
High-Performance Computer-Aided Optimization of Viscous Dampers for Improving the Seismic Performance of a Tall Steel Building
On-Line Testing of Steel Brace Connections Using Non-Linear Substructuring and Force-Displacement Combined Control
Finite Element Analysis of Eccentrically Braced Frames with Removable Link
A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections for Seismic Applications
Numerical Model of Cold Press-Formed Square Steel Tube Columns Considered with Degradation Behavior due to Local Buckling and/or Fracture
Cyclic Performance of a Lightweight Rapidly Constructible and Reconfigurable Modular Steel Floor Diaphragm
Floor Diaphragm In-Plane Modelling Using Elastic Truss Elements
Seismic Simulation of U.S. and Japanese Type Steel Moment-Resisting Frame Structures Using Practical FEM Macro Models
Computational Challenges in Real-Time Hybrid Simulation of Tall Buildings under Multiple Natural Hazards
Finite Element Analysis of Composite Replaceable Short Links
Seismic Behaviour of Sheathed CFS Buildings: Shake-Table Testing and Numerical Modelling
Preliminary Finite Element Analyses on Seismic Resistant FREE from DAMage Beam to Column Joints under Impact Loading
Numerical Study of Asymmetric Friction Connections (AFC) with Large Grip Length Bolts
Development of a Hybrid Simulation Computational Model for Steel Braced Frames
Equilibrium Analysis of Pin-Jointed Steel Structures under Large Variations of Configuration
Numerical Study on Moment Resisting Frames under Monotonic and Cyclic Loads
Numerical Study on Concentric Braced X Frames under Monotonic and Cyclic Loads
Chapter 6: Structural Systems
Design and Assessment of Cold-Formed Steel Shear Wall Systems Located in Moderate-to-High Seismicity Regions
Shear Resistance Mechanisms on Steel Sheet Shear Walls with Burring Holes and the Effect of Cross-Rails
A Proof-of-Concept Study on Self-Centering Column Feet Equipped with Innovative Shape Memory Alloy Ring Springs
Collapse Mechanisms of Controlled Rocking Steel Braced Frames: Base Rocking Joint vs. Capacity-Protected Frame Members
Seismic Fragility Analysis of MRFs with PR Bolted Connections Using IDA Approach
Collapse Analysis of Steel Frames Considering Fracture of Braces and End of Beams
Cyclic Performance of Braces with Different Support Connections in Special Concentrically Braced Frames
Seismic Collapse Analysis of Steel Plate Shear Wall Systems
Effect of Special Segment Aspect Ratio on Seismic Performance of Special Truss Moment Frames (STMFs)
Hysteretic Features of Low Yield Point Steel and its Influence on Shear Plate Damper Behavior
Damage Avoidance Self-Centering Steel Moment Resisting Frames (MRFs) Using Innovative Resilient Slip Friction Joints (RSFJs)
Comparative Analysis of Dual Steel Frames with Dissipative Metal Shear Panels
Strip Model Analysis for Steel Plate Shear Walls in Earthquake Resistant Structures
The Sliding Hinge Joint: Final Steps towards an Optimum Low Damage Seismic-Resistant Steel System
Chapter 7: Mixed and Composite Structures
Experimental and Numerical Studies on Seismic Behavior of Q460 High Strength Steel Reinforced Concrete Column
Composite Frames with Dissipative Beam Splices: Numerical Analyses and Design Guidelines
Experimental Behavior of Square Tubed-Reinforced-Concrete Column to RC Beam Joints with Internal Diaphragms under Cyclic Loading
Cyclic Response of Steel Cladding Details with Fiber-Reinforced Polymer Shims
Bidirectional Behaviour of Unstiffened and Stiffened Direct-Welded Connections for Square CFST Columns
Experimental Study and Numerical Assessment of the Flexural Behaviour of Square and Rectangular CFST Members under Monotonic and Cyclic Loading
Theoretical Study on Steel Reinforced Concrete Hybrid Walls with Centered and Staggered Openings
Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints
Analytical Methodology to Predict the Beam Overstrength Considering the Composite Slab Effects
Ductility and Behaviour Factor of RC Frame - Perforated SPSW Dual Systems
Seismic Response of Composite Eccentrically Braced Frames with Short Dissipative Element
The Effect of Consecutive Earthquakes on a Composite Structure Utilising RBRFs
Chapter 8: Buckling-Restrained Braces
Low-Cycle Fatigue Performance of Buckling Restrained Braces and Assessment of Cumulative Damage under Severe Earthquakes
Seismic Design of Buckling-Restrained Brace in Preventing Local Buckling Failure
Performance Evaluation of Buckling-Restrained Braces Installed in a Mid-Rise Steel Structure
Effects of Out-of-Plane Displacements on Load Capacity of Gusset Plates in Buckling Restrained Braced Frames
Buckling Restrained Brace Deformation Measuring Device
Finite Element Modelling of Buckling Restrained Braces under Combined In-Plane and Out-of-Plane Loading
Flexural Properties of Buckling-Restrained Brace Connections
Seismic Stability of Buckling-Restrained Braced Frames
Buckling-Restrained Braces (BRB) Seismic Design - A Consulting Engineer's Consideration
Verification of Clearance and Gap for Fabricating the Buckling-Restrained Brace Using Steel Mortar Planks
Behavior Factor of Dual Systems with BRBs and Semi-Rigid Connections
Chapter 9: Passive Control
Mechanical Behavior of Assembled Steel Dampers with Optimized Shapes
Seismic Performance of Steel MRF Structures with Nonlinear Viscous Dampers from Real-Time Hybrid Simulations
Magnetorheological Fluid with Nano Fe3O4 for Performance Enhancement of MR Damper for Seismic Resistance of Steel Structures
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation
Footfall Induced Vibration Response of a Base-Isolated Steel Building
Base Isolation Design of Steel Structures on Soft Soil
Spectral Analysis and Experimental Validation of a Low-Damage Hybrid Dissipater
Chapter 10: Case Studies
Application of Buckling-Restrained Braces in the Seismic Design of a Thermal Power Plant in China
Comparison between a Traditionally Retrofitted Industrial Building and an Alternative Solution Using BRBs
The Design of an Iconic 40-Storey Steel Composite Office Tower in Indonesia with a High Seismic Performance Level
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study
Design Development of a Four-Story Strongback Braced Frame
Metal Shear Panels for Seismic Upgrading of RC Buildings: A Case Study
Seismic Performance Assessment of Existing Steel Buildings: A Case Study
Seismic Design, Analysis and Testing of a Friction Steel Braced Frame System for Multi-Storey Buildings in Vancouver
Seismic Response of Long Span Continuous Rigid-Framed Steel Arch Bridge
Chapter 11: Assessment and Retrofitting Practice
Seismic Retrofit of a Heritage Building in Wellington Using Buckling Restrained Braces
Seismic Retrofitting of Eccentrically Braced Frames by Rocking Walls and Viscous Dampers
Minimal-Disturbance Arm Damper Retrofitting: Evaluation of Retrofit Effect Using Multi-Span Steel Frame Specimens
Innovative Suspended Superstructure for the Retrofitting of a Steel Truss Railway Bridge
Seismic Repair by Cover Plate to the Damaged RHS Column with Strength Deterioration due to the Local Buckling
Chapter 12: Codes, Standards and Design Guides
Multi-Hazard Risk Mitigation through Application of Seismic Design Rules
Remarks on Seismic Design Rules of EC8 for Inverted-V CBFs
Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions
Seismic Assessment of Existing Eccentrically Braced Frames According to NBCC and ASCE 41-13 Evaluation Procedures
A Design Formulation for Dissipative Metal Shear Panels